Results 101 to 110 of about 475 (166)

DETONATION OF HIGH EXPLOSIVE IN SHELL AND BOMB, AND ITS EFFECTS. [PDF]

Br Med J, 1939
Logan DD.
europepmc   +1 more source

Installation effects of suction caissons in non-standard soil conditions

, 2013
Nowadays suction caissons are extensively used for anchoring large offshore floating facilities. Installation of suction caissons in coarse grained soils is achieved by induced seepage flow in the soil. This reduces the soil resistance at the caisson tip,
Romp, R.H. (author)
core  

Protection of the Worker Against Injury and Disease.-II. [PDF]

Br Med J, 1950
Hunter D.
europepmc   +1 more source

The Croonian Lectures on the Influence of the Circulation upon the Nervous System. [PDF]

Br Med J, 1881
Moxon W.
europepmc   +1 more source

Dynamic centrifuge testing of suction caissons in soft clay

, 2006
Accommodating performance-based seismic design in offshore foundations can allow for substantial reductions in foundation depth, and consequently major cost savings.To validate the seismic performance of a suction caisson-type manifold foundation that ...
Brennan, A.J.; id_orcid, Madabhushi, S.P.G., Cooper, P.   +2 more
core  

Installation of suction caissons in layered sand: Assessment of geotechnical aspects

, 2014
Suction caissons are used more and more for various in the oil&gas and offshore wind industries. Although, the use of suction caissons is not new, uncertainty still exists regarding their installation, due to the varying soil profiles encountered and the
Chatzivasileiou, G.I. (author)
core  

Genome of the enigmatic watering-pot shell and morphological adaptations for anchoring in sediment. [PDF]

BMC Genomics
Sigwart JD, Wong NLWS, González VL, Machado FM, Greve C, Schell T, Chen Z.   +6 more
europepmc   +1 more source

Cyclic moment loading of suction caissons in sand

, 2016
Suction caissons are being considered as a foundation option for offshore wind turbines. One configuration involves use of the caisson as a mono-foundation, in which case the moment-rotation response of the caisson must be well understood by the designers.
Zhu, B, Byrne, B, Houlsby, G
openaire   +1 more source

Modifying the capacity of shallow foundations to resist uplift forces using structural skirts as a promising alternative to using piles. [PDF]

F1000Res
Jaafar Al-Zubaidi A, Al-Saidi AAH.
europepmc   +1 more source

Lateral spreading mitigation in gravity quay walls backfilled with coral sand through electrolysis desaturation treatment. [PDF]

Sci Rep
Guo J, Chen Y, Xie X, Yao Y, Li C, Wang Q.   +5 more
europepmc   +1 more source